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Home My WebLink About026-1126-27-000 (2) VV*sconsiNDDepartment of Industry, SOIL AND SITE E V A L U O R_. T Page 1 of 3 Labor ano uman Relations Division of Safety & Buildings J in accord with ILHR 83. . Ad~. CQde 1r- ~ LINTY Attach complete site plan on paper not less than 8 1/2 x 11 inches in si R{ an mu 'include, bx S C ix not limited to vertical and horizontal reference point (BM), direction and Q g1 slope, scab CEL I.D. # dimensioned, north arrow, and location and distance to nearest road. 11\~ . ~~p f. G APPLICANT INFORMATION-PLEASE PRINT ALL INFORMAT S, NTH EWEDBY DATE PROPERTY OWNER: PR R OCATIOAF' ' Derrick Const., Inc. il./4 W 1/4,S 12T 30 N,R 18 X (or) W PROPERTY OWNERS MAILING ADDRESS LOT # 13i:6E SUBD. NAME OR CSM # w1IF S 1505,Hy 5 27 na CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE MOWN NEAREST ROAD New Richmond, WI. 54017 (715 246-2320 Richmond 140th St. [id New Construction Use [x J Residential / Number of bedrooms 4 [ ] Addition to existing building j ] Replacement Public or commercial describe Code derived daily flow 600 gpd Recommended design loading rate . 5 bed, gpd/ft2 .6 trench, gpd/ft2 Absorption area required 12 0 0 bed, ft2 1010 0 trench, ft2 Maximum design loading rate . 5 bed, gpd/ft2 .6 trench, gpd/ft2 Recommended infiltration surface elevation(s) g s _ S It (as referred to site plan benchmark) Additional design / site considerations n a Parent material outwash over drift Flood plain elevation, if applicable na ft S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK U=Unsuitable fors stem ®S ❑U ®S ❑U 0S ❑U ElS ❑U ❑S OU ❑S 0U SOIL DESCRIPTION REPORT C.&-- -Aj '~y6 b Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft26 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Tmnch 1 0-12 10 r 3/3 none 1 2msbk mfr cs if .5 .6 1 2 12-22 7.5yr 4/4 none scl 2msbk mfr 9w na .4 .5 Ground 3 22-84 7.5 r 4/4 none is/sl 2msbk mvfr na na .5 .6 elev. 1Q2. 4t. Depth to qg ii limiting fagorr 1, Remarks: Boring # 1 0-12 10 r 3/3 none 1 2msbk mfr cs if .5 .6 .S 2 12-20 7.5 r 4/4 none scl 2msbk mfr gw na .41 .5 Ground 3 20-32 7.5 r 4/4 none is/sl 2msbk mvfr 9w na .5 .6 elev. 4 32-82 7.5 r 3/4 none is osg my r na na .7 .8 , 102 .Ot. y oaw vw Depth to 5 82-90 7.5 r 3/4 wet is osg mvfr na na .7 .8 fi limiting fa8t2r S Remarks: CST Name:--Please Print Gary L. Steel Phone: 715-246-6200 ..Ave., New Richm WI 5401 Address: 1554 20OLh- Signature: Q-~ Date: 6-20-2000 CST Number: m02298 PROPERTYOWNER Derrick const., Inc. SOIL DESCRIPTION REPORT Page 9 of___ PARCEL I.D.# pending . 4 Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench I 1 0-9 10 r 3/3 no • - mfr rq if np -9 3 2 9-21 10 r 4/4 none sicl 2msbk mfr Crw if .4 .5 Ground 3 21-52 7.5yr 4/4 none sl 2csbk mfr C1W na .5 .6 S' elev. lOl n7 4 52-88 7.5 r 4/4 none is os mvfr na na .7 ~.8 Depth to limiting factor a. C( +88" £I Remarks: Boring # .S~ 1 -10 2 10-27 10 r 4/4 none sicl 2msbk mfr crw if .4 5 7.5yr 4/4 none /1 s, 2msbk mfr (1w na Ground 3 27-48 S elev. 4 48-84 7.5 r 4 4 none is os mvfr na na .7 .8 101 . A Depth to limiting fa or 941, Remarks: Boring # 1 0-10 10 r 3/3 none 1 2 1 mfr cs if n .2 2 10-18 10 r 4/4 none sicl 2msbk mfr if .4 4 Ground 3 18-45 .5 r 4/4 none sl 2csbk mfr Ciw na .5 .6 S elev. 4 5-84 .5 r 4/4 none is os mvfr na na .7 .8 101 . Qt Depth to limiting factor +8411 Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: SBD-8330(8.05/92) 3 STEEL'S SOIL SERVICE Gary L. Steel Derrick Construction, Inc. 1554 200th Ave. CSTM2298 SE4Nw4 S12-T30N-R18w New Richmond, WI 54017 town of Richmond (715) 246-6200 MPRSW-3254 lot #27-Brushy Mound Lake This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as permanent lot limes were not established at the time the test vas conducted. N 1"=40' B~.= t oft" pvc pipe C el. 100. ' . BM. top of 1" pvc pipe C el. 101.30' r~ 24~ 2 3 ; PZ ~ Q Gary L. Steel 6-20-2000 ? < z:.. 991. e9.1 ss . 4.1 101MB SQ.FT.. _ B-2 6 -5 2.31 ACRES B1 4 _ _AIF E 1 • B-1 x $ • 2 ~B- 5 x • 3 ♦ ~ 20+00 - • B B-4 B-2 / Z.2 ° - 21+pp O 0 993.2 / X 15 K -4 x oo~ •49 OB- B B-2 x OB-1 B: I 991.1 44 X 994.9 . a B- 3 dP 66 ~ j G Sr O 4-8a R E 9 X 993:11- 0 V 1 ~9e F I'98 I t 99 o -~9 63 SQ. T. x + Q 4 ES 83.X © BO3 6-4 25 YEAR~H.W.E., *B-1 • B-2 p ` 192 Ta 20 B- 1 , I 9E Esmt B 9 0.6 . o, :LOT 27 Q. K, ~ B 2 E x 93.9 995.3 x B 4 1.85 A-CRES ` 995 997.1 / . x~ . - *B-2 B-4 • \B-1 Q \ x • B-3 997 00 11+ X. • 939.8 LO 99 84924 SQ.FT. 5 / x9 0~ -1.95 ACRES 9` 89.E 857 x 97. 1.9- 0 T 3 \ X 999.2 72 9g2 4 f8 A ES 99° B 2 997.7 \ _ 2- 6R NT x .3 987.9L T 29 12 U / J 85"7. SQ. FT.